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深土冻土力学的研究现状与思考

马巍, 王大雁

马巍, 王大雁. 深土冻土力学的研究现状与思考[J]. 岩土工程学报, 2012, 34(6): 1123-1130.
引用本文: 马巍, 王大雁. 深土冻土力学的研究现状与思考[J]. 岩土工程学报, 2012, 34(6): 1123-1130.
MA Wei, WANG Da-yan. Status quo and reflections of the deep frozen soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1123-1130.
Citation: MA Wei, WANG Da-yan. Status quo and reflections of the deep frozen soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1123-1130.

深土冻土力学的研究现状与思考  English Version

基金项目: 国家自然科学基金项目(41071048);国家自然科学基金创新群体项目(41121061);中国科学院知识创新工程重要方向性项目青年基金类项目(KZCX2-YW-QN307);冻土工程国家重点实验室课题项目(SKLFSE-ZY-02-3)和国家重点基础研究发展计划(973项目)(2012CB026106)
详细信息
    作者简介:

    马 巍 (1963 – ),男,甘肃张家川人,研究员,博士生导师,主要从事冻土力学与寒区工程的研究工作。

  • 中图分类号: TU47

Status quo and reflections of the deep frozen soil mechanics

  • 摘要: 人工冻结技术在深部地下工程施工中的广泛使用,使人们更加迫切地认识到对深土冻土力学研究的必要性。本文 通过分析目前国内外对深部岩土工程的认识,在前人对深土及深土冻土理解的基础上,考虑深土冻土形成过程的特殊性及受力特点,从新的角度给出了深土冻土及深土冻土力学的概念,阐述了深土冻土力学的主要研究内容。最后通过对深土冻土力学研究现状的分析,从深土冻土室内物理力学试验研究、大型模型模拟研究、理论模型研究以及工程应用等四个角度讨论了目前室内进行深土冻土力学研究所面临的主要问题。
    Abstract: As artificial freezing technique has been widely used in the deep underground construction, more and more people have become aware of the necessity to carry out researches on mechanics of the deep frozen soils urgently. By analyzing the worldwide understanding of deep geotechnical engineering and previous understanding of deep soils and deep frozen soils, a new conception system is provided for the deep frozen soils and mechanics of the deep frozen soils considering the special characteristics of the formation process and stress of the deep frozen soils. The research content and methods are discussed to study the mechanics of deep frozen soils, and the developing status quo of the mechanics of deep frozen soils is presented. Finally, some urgent problems to be solved in this study task are put forward in terms of laboratory physical and mechanical tests, large-scale model simulations, theoretical model and engineering applications of deep frozen soil.
  • [1] 崔广心 , 杨维好 , 吕恒林 . 深厚表土层中的冻结壁和井壁 [M]. 徐州 : 中国矿业大学出版社 , 1998. (CUI Guang-xin, YANG Wei-hao, LÜ Heng-lin. The frozen soil wall and the shaft lining in deep alluvium[M]. Xuzhou: China University of Mining & Technology, 1998. (in Chinese))
    [2] 余 力 , 崔广心 , 翁加杰 . 特殊凿井 [M]. 煤炭工业出版社 , 1981. (YU Li, CUI Guang-xin, WENG Jia-jie. Special Shaft Sinking [M]. China Coal Industry Publishing House, 1998. (in Chinese))
    [3] 崔广心 . 深土冻土力学 — 冻土力学发展的新领域 [J]. 冰川冻土 , 1998, 20 (2): 97 – 100. (CUI Guang-xin. Mechanics of frozen soil for deep alluvium—a new field of frozen soil mechanics[J]. Journal of Glaciology and Geocryology, 1998, 20 (2): 97 – 100. (in Chinese))
    [4] 崔广心 . 论深厚表土层中确定地下结构物外载的基础理论 — 深土力学 [J]. 煤炭学报 , 1999, 24 (2): 123 – 126. (CUI Guangxin. The basic theory for analyzing loads on underground structure in deep alluvium—mechanics of deep soil[J]. Journal of China Coal Society, 1999, 24 (2): 123 – 126. (in Chinese))
    [5] 何满潮 . 深部的概念体系及工程评价指标 [J]. 岩石力学与工程学报 , 2005, 24 (6): 2854 – 2858. (HE Man-chao. Conception system and evaluation indexes for deep engineering[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (6): 2854 – 2858. (in Chinese))
    [6] 陈湘生 . 深冻结壁时空设计理论 [J]. 岩土工程学报 , 1998, 20 (5): 13 – 16. (CHEN Xiang-sheng. Time space design theory for deep ice wall of short cylinder[J]. Chinese Journal of Geotechnical Engineering, 1998, 20 (5): 13 – 16. (in Chinese))
    [7] 崔广心 , 杨维好 , 李 毅 . 受载荷的湿土结冰温度变化规律的研究 [J]. 冰川冻土 , 1997, 19 (4): 321 – 327. (CUI Guang-xin, YANG Wei-hao, LI Yi. A study on the relation between freezing point and load of wet soil[J]. Journal of Glaciology and Geocryology. 1997, 19 (4): 321 – 327. (in Chinese))
    [8] 马 巍 , 吴紫汪 , 常小晓 , 等 . 围压作用下冻结砂土微结构变化的电镜扫描分析 [J]. 冰川冻土 , 1995, 17 (2): 152 – 158. (MA Wei, WU Zi-wang, CHANG Xiao-xiao, et al. Analysis of microstructural changes in frozen sandy soil under confining pressure using scanning electronic microscope[J]. Journal of Glaciology and Geocryology, 1995, 17 (2): 152 – 158. (in Chinese) )
    [9] 徐学祖 , 王家澄 , 张立新 . 冻土物理学 [M]. 北京 : 科学出版社 , 2001. (XU Xue-zu, WANG Jia-cheng, ZHANG Li-xin. Permafrost physics[M]. Beijing: Science Press, 2001. (in Chinese))
    [10] 荣传新 , 王秀喜 , 程 桦 , 等 . 冻结壁稳定性分析的黏弹塑性模型 [J]. 力学与实践 , 2005, 27 : 68 – 72. (RONG Chuan-xin, WANG Xiu-xi, CHENG Hua, et al. A unified viscous-elastic-plastic constitutive model for stability analysis of frozen soil wall[J]. Mechanics and Engineering, 2005, 27 : 68 – 72. (in Chinese))
    [11] 杨 平 , 陈明华 , 张维敏 , 等 . 冻结壁形成及解冻规律实测研究 [J]. 冰川冻土 , 1998, 20 (2): 128 – 132. (YANG Ping, CHEN Ming-hua, ZHANG Wei-min, et al. Observation of the forming and thawing of frozen walls[J]. Journal of Glaciology and Geocryology, 1998, 20 (2): 128 – 132. (in Chinese))
    [12] 蔡海兵 , 程 桦 , 荣传新 . 深埋冻结壁变形特性的理论分析及数值模拟 [J]. 西安科技大学学报 , 2008, 28 (3): 439 – 444. (CAI Hai-bing, CHENG Hua, RONG Chuan-xin. Deformation characteristics of deep-buried frozen wall based on frozen soils rheological theory[J]. Journal of Xi′an University of Science and Technology, 2008, 28 (3): 439 – 444. (in Chinese))
    [13] 汪仁和 , 李栋伟 , 王秀喜 . 改进的西原模型及其在冻结壁上的应用 [J]. 力学与实践 , 2006, 28 (1): 58 – 60. (WANG Ren-he, LI Dong-wei, WANG Xiu-xi. Calculation of stress and displacement field of frozen wall by improved Nishihara Model[J]. Mechanics in Engineering, 2006, 28 (1): 58 – 60. (in Chinese))
    [14] 杨 平 , 皮爱如 . 高流速地下水流地层冻结壁形成的研究 [J]. 岩土工程学报 , 2001, 23 (2): 167 – 171. (YANG Ping, PI Ai-ru. Study on the effects of large groundwater flow velocity on the formation of frozen wall[J]. Chinese Journal of Geotechnical Engineering, 2001, 23 (2): 167 – 171. (in Chinese))
    [15] 郭瑞平 , 李广信 . 冻结壁位移对冻结管断裂的影响 [J]. 淮南矿业学院学报 , 1997, 11 (3): 21 – 26. (GUO Rui-ping, LI Guang-xin. Influence of the displacement of frozen soil wall on the fracture of freezing pipe[J]. Journal of Huainan Institute of Technology, 1997, 11 (3): 21 – 26. (in Chinese))
    [16] 周晓敏 , 王梦恕 , 张绪忠 . 渗流作用下地层冻结壁形成的模型试验研究 [J]. 煤炭学报 , 2005, 30 (2): 196 – 201. (ZHOU Xiao-min, WANG Meng-shu, ZHANG Xu-zhong. Model test research on the formation of freezing wall in seepage ground[J]. Journal of China Coal Society, 2005, 30 (2): 196 – 201. (in Chinese))
    [17] 周国庆 . 间歇冻结抑制人工冻土冻胀机理分析 [J]. 中国矿业大学学报 , 1999, 28 (5): 413 – 416. (ZHOU Guo-qing. Analysis of mechanism of restraining soil freezing swelling by using intermission method[J]. Journal of China University of Mining & Technology, 1999, 28 (5): 413 – 416. (in Chinese))
    [18] 周金生 , 周国庆 , 马 巍 , 等 . 间歇冻结控制人工冻土冻胀的试验研究 [J]. 中国矿业大学学报 , 2006, 35 (6): 708 – 712. (ZHOU Jin-sheng, ZHOU Guo-qing, MA Wei, et al. Experimental research on controlling frost heave of artificial frozen soil with intermission freezing method[J]. Journal of China University of Mining & Technology , 2006, 35 (6): 708 – 712. (in Chinese))
    [19] 崔广心 . 我国人工冻结工程研究现状及展望 [C]// 第五届全国冰川冻土学大会论文集 ( 下 ). 兰州 : 甘肃文化出版社 , 1996: 843 – 851. (CUI Guang-xin. State of the art and prospects of the studies of the artificial freezing engineering in China[C]// Proceeding of the fifth Chinese Conference on Glaciology and Geocryology (Vol.2). Lanzhou: Gansu Culture press, 1996: 843 – 851. (in Chinese))
    [20] 马金荣 . 深层土的力学特性研究 [D]. 徐州 : 中国矿业大学 , 2000. (MA Jin-rong. Study on mechanical properties of deep soil[D]. Xuzhou: China University of Mining & Technology, 2000. (in Chinese))
    [21] 马 巍 , 吴紫汪 , 常小晓 . 固结过程对冻土应力 - 应变特性的影响 [J]. 岩土力学 , 2000, 21 (3): 198 – 200. (MA Wei, WU Zi-wang, CHANG Xiao-xiao. Effects of consolidation process on stress-strain characters of frozen soils[J]. Rock and Soil Mechanics, 2000, 21 (3): 198 – 200. (in Chinese))
    [22] 马 巍 , 常小晓 . 加载卸载对人工冻结土强度与变形的影响 [J]. 岩土工程学报 , 2001, 23 (5): 563 – 566. (MA Wei, CHANG Xiao-xiao. Influence of loading and unloading on strength and deformation of frozen soil[J]. Chinese Journal of Geotechnical Engineering, 2001, 23 (5): 563 – 566. (in Chinese))
    [23] 马 巍 , 常小晓 . 两种不同试验模式下人工冻结土强度与变形的对比分析 [J]. 冰川冻土 , 2002, 24 (2): 149 – 154. (MA Wei, CHANG Xiao-xiao. Comparison of strength and deformation of artificially frozen soil in two testing manners[J]. Journal of Glaciology and Geocryology, 2002, 24 (2): 149 – 154. (in Chinese))
    [24] WANG Da-yan, MA Wei, CHANG Xiao-xiao. Analyses of behaviour of stress-strain of frozen Lanzhou loess subjected to K0 consolidation[J]. Cold Regions Science and Technology, 2004, 40 : 19 – 29.
    [25] WANG Da-yan, MA Wei, CHANG Xiao-xiao, et al. Study on the resistance to deformation of artificially frozen soil in deep alluvium[J]. Cold Regions Science and Technology, 2005, 42 (3): 194 – 200.
    [26] WANG Da-yan, MA Wei, WEN Zhi, et al. Study on strength of artificially frozen soils in deep alluvium[J]. Tunnelling and Underground Space Technology, 2008, 23 (4): 381 – 388.
    [27] WANG Da-yan, MA Wei, WEN Zhi, et al. Stiffness of frozen soils subjected to K0 consolidation before freezing[J]. Soils and Foundations, 2007, 47 (5): 991 – 997.
    [28] 黄家会 , 杨维好 , 周国庆 , 等 . 特殊地层条件下井壁破裂机理与防治技术的研究 ( 之三 ) [J]. 中国矿业大学学报 , 1997 , 26 ( 3 ): 10 – 13. ( HUANG Jia-hui, YANG Wei-hao, ZHOU Guo-qing, et al. Mechanism and prevention technique of shaft lining fracture in the special strata(part three)[J]. Journal of China University of Mining & Technology, 1997 , 26 ( 3 ): 10 – 13. (in Chinese))
    [29] 付厚利 . 深厚表土中冻结壁解冻解冻井壁数值附加力变化规律的研究 [D]. 徐州 : 中国矿业大学 , 2000. (FU Hou-li. Study on variation law of vertical additional force applied to the shaft lining during the thaw-subsidence of the freeze wall in thick alluvium[D]. Xuzhou: China University of Mining & Technology, 2000. (in Chinese))
    [30] 王衍森 , 薛利兵 , 程建平 , 等 . 特厚冲积层竖井井壁冻结压力的实测与分析 [J]. 岩土工程学报 , 2009, 31 (2): 207 – 212. (WANG Yan-sen, XUE Li-bing, CHENG Jian-ping, et al. In-situ measurement and analysis of freezing pressure of vertical shaft lining in deep alluvium[J]. Journal of Geotechnical Engineering, 2009, 31 (2): 207 – 212. (in Chinese))
    [31] 汪仁和 , 张 瑞 , 李栋伟 . 多圈管冻结壁形成和融化过程冻胀力实测研究 [J]. 冰川冻土 , 2010, 32 (3): 538 – 542. (WANG Ren-he, ZHANG Rui, LI Dong-wei. Formation and thawing processes of a multi-coil pipes frozen wall[J]. Journal of Glaciology and Geocryology, 2010, 32 (3): 538 – 542. (in Chinese))
    [32] 经来旺 , 高全臣 , 徐辉东 , 等 . 冻结壁融化阶段井壁温度应力研究 [J]. 岩土力学 , 2004, 25 (9): 1357 – 1362. (JING Lai-wang, GAO Quan-chen, XU Hui-dong, et al. Thermal stress analysis of shaft in melting stage of frozen wall[J]. Rock and Mechanics, 2004, 25 (9): 1357 – 1362. (in Chinese))
    [33] 经来旺 , 张 皓 . 冻结壁融化阶段井壁破裂因素分析及防破裂措施研究 [J]. 工程力学 , 2003, 20 (1): 122 – 126. (JING Lai-wang, ZHANG Hao. Fracture analysis and prevention measures of fraction initiation in the melting stage of frozen shaft wall[J]. Engineering Mechanics, 2003, 20 (1): 122 – 126. (in Chinese))
    [34] 荣传新 , 王秀喜 , 程 桦 . 深厚冲积层冻结壁和井壁共同作用机理研究 [J]. 工程力学 , 2009, 26 (3): 235 – -239. (RONG Chuan-xin, WANG Xiu-xi, CHENG Hua. A study on interaction mechanism of frozen soil wall and shaft lining in deep alluvium[J]. Engineering Mechanics, 2009, 26 (3): 235 – 239. (in Chinese))
    [35] 沈珠江 . 非饱和土力学实用化之路探索 [J]. 岩土工程学报 , 2006, 28 (2): 256 – 259. (SHEN Zhu-jiang. Exploitation of practical use of unsaturated soil mechanics[J]. Chinese Journal of Geotechnical Engineering, 2006, 28 (2): 256 – 259. (in Chinese))
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  • 发布日期:  2012-06-19

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